Abstract

This study presents the results of spaceborne monitoring of two posttensioned bridges in Virginia. Routine safety inspections revealed extensive cracking in the concrete girders. Problems were traced to the inadequate quality of tendon grouting, resulting in the partially bonded condition. The TerraSAR-X radar satellite, operated by the German Aerospace Center, was used to acquire radar imagery in the Staring SpotLight mode from the ascending and descending orbits at 11-day intervals. The data were processed with the SqueeSAR algorithm, resulting in millimeter-range precision of the time-displacement series. No permanent deformations were detected at the posttensioned segments during the monitoring period of 1.3 years. The high density of the measurement points allowed adequate characterization of bridge displacements. The results of the interferometric analysis attest to the feasibility of implementing satellite-based performance monitoring of bridges, offering an innovative asset management tool that can complement and augment current inspection methods.

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Acknowledgments

The authors thank the German Aerospace Center and TerraSAR-X Science Coordinator Ursula Marschalk for providing all TerraSAR-X radar data used in this study, within the framework of Proposal MTH3206, Bridge Monitoring Study at West Point, Virginia. In addition, the authors express their gratitude to VDOT for endorsing and funding this research. The collaboration provided by VDOT bridge engineers in Richmond and Fredericksburg, Virginia, is also acknowledged. Linda Evans of VDOT provided assistance with the editorial process. Andre Surles assisted with the preparation of figures. The contents of this article represent the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The views, opinions, findings, and conclusions do not reflect the official policy or position of the Virginia Department of Transportation or any state or other entity.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 24Issue 12December 2019

History

Received: Nov 30, 2018
Accepted: May 8, 2019
Published online: Sep 23, 2019
Published in print: Dec 1, 2019
Discussion open until: Feb 23, 2020

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Edward J. Hoppe, Ph.D., P.E., M.ASCE https://orcid.org/0000-0002-4281-3080 [email protected]
Associate Principal Research Scientist, Virginia Dept. of Transportation, 530 Edgemont Rd., Charlottesville, VA 22903 (corresponding author). ORCID: https://orcid.org/0000-0002-4281-3080. Email: [email protected]
Fabrizio Novali, Ph.D. [email protected]
R&D and Production Manager, TRE ALTAMIRA s.r.l. 79 Ripa di Porta Ticinese, Milano, Italy 20143. Email: [email protected]
Alessio Rucci, Ph.D. [email protected]
R&D Senior SAR Specialist, TRE ALTAMIRA s.r.l. 79 Ripa di Porta Ticinese, Milano, Italy 20143. Email: [email protected]
Alfio Fumagalli [email protected]
R&D Senior SAR Specialist, TRE ALTAMIRA s.r.l. 79 Ripa di Porta Ticinese, Milano, Italy 20143. Email: [email protected]
Sara Del Conte, Ph.D. [email protected]
Senior Geologist and GIS Analyst, TRE ALTAMIRA Inc. Suite # 410, 475 West Georgia St., Vancouver, BC V6B 4M9 Canada. Email: [email protected]
Technical Director, TRE ALTAMIRA Inc., Suite # 410, 475 West Georgia St., Vancouver, BC V6B 4M9 Canada. ORCID: https://orcid.org/0000-0002-0075-3868. Email: [email protected]
Technical Sales Coordinator and GIS Analyst, TRE ALTAMIRA Inc., Suite # 410, 475 West Georgia St., Vancouver, BC V6B 4M9 Canada. Email: [email protected]

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